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HomeMy WebLinkAboutSUBMITTED PAPPERSONLY• Date: r] --y—j-a—wq Fee Permit # OgO ALL 11oiF0 MUST BE COMPLETE &FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning SCANNED 2300 Virginia Avenue BY Ft. Pierce, FL 34982-5652 T 772-462-1553 St. Lucie Countv APPLICATION FOR ALUMINUM STRUCTURES PERMIT PROJECT INFORMATION I. LOCATION/SITE ADDRESS: 211 Ramie Lane b PSL 34983 2. PROJECT NAME: R41946M1 S PLAN NAME: Rich 3. PROPERTYTAXID#: 3419-515-0106-000-9 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Ri. Ver Park Unit: 3 blk 23 Lot 16 5. PLAT 6. PAGE 7. BLOCK BOOK NO 8. LOT No. 23 No. 16 9. PARCEL SIZE: ACRES/SQ Fr. g� LOT DIMENSIONS " I S X I IQ 10. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: %Q. S LEFT SIDE: I I • TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N=New SG =Slab on Grade TYPE OF CONSTRUCTION A= Addition SR = Raised Slab SQUARE FEET OF R =Rebuild WD = Wood Deck DIMENSIONS CONSTRUCTION —SCREEN ROOM L_t CARPORTIPATIO ROOF ❑ HABITABLE GLASS ROOM ❑ SUNROOM ❑ SHED ❑ POOL ENCLOSURE ❑ M H ROOF OVER ❑ ROOF SYSTEM OVER ❑ OTHER: _ ❑ POOLFENCE n NEW 9 EXISTING ❑ NEW � tEXISTING ❑ NEW ❑ EXISTING ❑ NEW ❑ EXISTING _ ❑ NEW ❑ EXISTING ❑ NEW ❑ EXISTING ❑ NEW ❑ EXISTING ❑ NEW ❑ EXISTING ❑ NEW ❑ EXISTING X X X X X Fib M X feet o UAXhVUUI'AGEOFCONSTRUCTION "V 12. VA LUE OF CONSTRUCTION: $ 4000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev. 31112009 OWNER INFORMATION NAME: Joseph & Bever ADDRESS: 211 Ramie Lane ch CITY_ Port ST Lucie STATE: FL ZIP 34983 PHONE(DAYTIME): LE340-0011 EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): (_) CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: R x 1 1 0 Fr, q 1 q ST. LUCIE COUNTY CERT #: 4763 BUSINESS NAME: pinnPpr sc�rPan rn Inc, TT QUALIFIER'SNAME: Michael J Newman ADDRESS: 1682 SW Biltmore Street CITY: PSL STATE: FL ZIP 34984 PHONE (DAYTIME): C72) 340-4393 FAXNo. 340-4626 email: pioneerscreen@msn.< ARCHITECT/ENGINEER: BDQ Inc ADDRESS: 1950 NE 170th Avenue CITY: Williston STATE: FL ZIP 32969 PHONE (DAYTEVIE):(15� 529-0080 NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) SECTION as TOWNSHIP 3 / C 40 J RANGE �- �D� _,_._.....,_.:.,....,:,.,.:.,...,, MAP NO. 3S/� ZONING %% C �1 �7 LEUSE LOT CVG % Additional Permits Re uired REPORT CODE j� �(,J 'v S MISC FEES $ TOTAL FEES y�7t��h Q B�T.LI lr'ilY.�=%iQl`Il p� G\ FRONT VF..Y�J•X"s`+7+s t s+�5'�-�.,'t„,�$,p ,�• r„i REVIEW COUNTER ZONING SUPERVISOR PLANS945 EXAMINER VALUE OF CONSTRUC DATE VEGETATION USING ICC TABLE 0 Property Appraiser - St.Lucie r!^runty, FL Page 1 of 1 PROPERTY RECORD CARD Joseph Rich Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification VUCIE CO Site Address: 211 RAMIE LN ParcellD: 3419-515-0106-000-9 Q��G�a Sec/Town/Range: 22:36S:40E Account#: 42173 Map ID: 34/22S Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Joseph Rich Beverly Rich RIVER PARK -UNIT 3- BLK 23 LOT 16(MAP 34/22S) (OR 3079-1862) Address: 129 NE Prima Vista Blvd Port St Lucie FL 34983 Sales Information Assessment 2008 Final Total Land and Building Date Price Code Deed Book/Page 2008 Final: 109400 Land Value: 35200 Acres: 0.19 2/16/2009 60000 0112 SP 3079 / 1862 Assessed: 109400 Building Value: 74200 6/10/2008 100 01 CT 2990 / 1096 Ag.Credit: 0 Finished Area: 1631 SgFt 6/26/2006 205000 00 WD 2650 / 1481 Exempt: 0 12/15/1994 67900 00 WD 0933/2736 Taxable: 109400 Taxes: 2107.34 BUILDING INFORMATION Exterior Features View:. - RoofCover: ExtType: HD+ - HD+ YearBlt Grade: D+ -D+ EffYrBlt: StoryHght: 0010-1 Story No.Units: Interior Features BedRooms: 3 Electric: FullBath: 2 HeatType: 1/2Bath: 0 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cond. YrBIL 3CHT -3CHT S 1 1 AV AV 1977 3CHT -3CHT S 1 1 AV AV 1977 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 SA -Asph Shingle RoofStruct: 1964 Frame: 1977 PfimeWall: 1 SecWall: HP - Hip BS - CB Stucco MX-MAXIMUM PrmintWall: DW- Drywall FHA - FrcdHotAir AvgHt/FI: STD ELEC - Electric Prm.Flors: WDLM - Wood Laminat 100 %Sprinkled: 0 Land Information No. Land Use Type Measure Depth 1 0100-SF Res 220 -Front Ft 75 110 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/pre.asp?prclid=341951501060009 7/27/2009 W V U L l 600Z 'LZ hf 'LeF.'J9W • la:9 L9'kR690i 9e 9£ikLB OeW arp uo sassalppe pue saa¢p'sau0e:y spay •ese 'iw - i P0a9 :Pans - t:3tl 99a 9002 slepar 0 5 5aP4EUo�unw � 't sap.o d2 1 ±i r I.., a—w sA!Nn 3' � • laleAv �otew G -. , v aayaS mmA P1o5 I 91Q9A!Pdd$ 'le .... 1 apgo4q 8u.uoi 'G -• asn Puat aun�� samaZ pooy ❑ f: (i. I simred na:,. I woPexauvp �l:> A51.vI. aion� YS Uod �. msaum m s o M "Z 6VE � � xl ZS Y 4 FStl 5pa0a MfeW ©.n ' r3tl ro,-1 I+Oa p e ➢IPej aeJP s w 9 uaswun0;med m eQ N101 aapurA p=19 [ i �'. •e nlol [I �• � jwntl:wa Aaoa PPoa L r: weN A6gwpAfi ss=+msew.s Py u' I _7 Ili I Alapunc9 NviaJ � i� suop+as ❑ c I ,`{ zauoZ nepanp � szgJ uapa+auuy {r'sa _ro _ z+a�mW demze9 FJ IJ � iv saaAei � 2 ° m s . c =ws bw❑ ^ oco . m waa� 901 . f -e o W 9 . ssl:lf G M e 43 .. ,. b bADI .o. 9' -- dpH x.dpm ziooy sya Wg A..ain Lpe =Pd ® ts2? t PLAN REVIEW SPECIFICATION CHECKLIST PLEASEPOVIDE ONE OF THE FOLLOWING: 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide To Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x I I" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4'h wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • . All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2007, Chapter 20, including 2006 revisions. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have selfclosing,self- catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. - (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF TEE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1). The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO AMOBILE HOME SHALL REQUIRE: (a) A 4 h wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. UERTWICATION: This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAID: A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT L If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contra or / Owne uilder, have verified that the existing foundation me s the uirements of the Engineer of Record and i n adequa condition [o withstand the uplift and weight of the alu um s cture and said structure will not exceed the [print o he structure that was in existence prior to removal by t storm . ti OR C6/4TRACTOR SIGNATURE STATE OF FLOAftA COUNTY OF Lucie The foregoing instrument was acknowledged before me methis22%of July 20 09 , by II4 Mike Newman who is personally known X to me, or who has as �Harv% Comm#DD0829738 IMPORTANT N •' _ Expires 10/9/2012 TURE STATE-OFFLOR]pD Lucie COUNTY OF The foregoing instrument was acknowledged before in, me this 2 nday of July by Mike Newman 20 09 who is personally known X to me, or who has produced as m TWO (21 SY� 4f'UR Zmwff(fg" - EACH SIGNATURE Mi BUILDIIVCiM=ff AS AN OWNER/BUILDER, THE OWNER N LISTED ON THE FRONT OF THE APPLICATION, TO SIGN AFFIDAVIT. (Seal) Comm# DD0829738 Expires 10/9/2012 �: €a ro„bt V!NG FOR THIS Jst" hTZSO ,•BQ-THE OFFICE THIS APPLICATION & THE OWNER/BLDR ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. O WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP NOTIFICATION OF AVAILIBILTTY, IT WILL BE VOIDED. IF THE APPLICATION ON IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. JOSEPH E.SMI1,,., RK OF THE CIRCUIT COURT 168 2 SW , Z .c , II SAINr LUCIE COURT)r Bi!tmore Stxeet FlLEY 3377000 t18'1112M 2102;19 PM Pert St Lucie, FI, 3c98$ ORB001"M PAGE2773.2773 Oac TYa: NC j't')eQRART..NyTnnBEft; RECOROINO; 610.00 NoncE of CblvLlvi IYCBN1 1V1' The undersigned hereby g wen aoac -Jhat improvi:mant will be made to certain real property, and in accordance with Ch Florida stamtes the Followine information is provided io the Notice of commcnctrtenk apse: 713, 1. DESCR)p'('lON OF PROPERTY (Legal deseip$on and street addrrss) TAX FOLIO Ni1tv[B'ER: t��/Q•.5) DIVTSt p xi T'�BLOCK `TRACT Lnt bin :—� 'D/D(� o-4 2. GENEPAL DESCRIPTION 3-()W M WFORMA"t , IL Name and address of fa eimpl<ddehalde^ ifathec C. mtcn:s m pmpcnY 4. CONTRACTOR'S NA{ME ADD ( °wuer ' SANDPHONLNLR4tBER: Pioneez Screen Co„ TAc. IT 1652 SW E_ltmoxe Stxeet Port St Lucie, FL 8ejC 772 c. 5.'tRETY'S NAW ADDRESS AND PHONE NUMBER AND 1301VD AMOUNT•; 0-4 3 9 6• LEPIbM'S NAME, ADDRESS AND PHONE NUMBER; 7. Persons within thc.Stafe cfFlarida desfg'ated by Owner upon wham notices ce oche: dacumc,•trs ma Section 7133.13 (I)(a)'7., Florida Statues: Ybesorved NAME• ADORMS as Provided 6y AND PHONY NUry[BER• 8. Tn ad 3 (1)( to hirnsalf or herset$ Owom desigaatea the following to receive a wpy of ti1e Lieaar'a Notice as provided ro Section iq 713.13 (1)( to, Florida or he,=: KAN(E,ADIIRPSS AND PEONE NUMHER: 9. Expiration dam of notice of comr neacemeat (the expiration date is I year from the state of recording,wrd,= a different date is specified) ------- WAD",., .... �.___ — —up r3 Mr VLWA'er argnatary's Trde/Of—itee State of F)orida. County of The foregoing inswor t !�"� Th m ackm odgcd before me this daY of r— , Z0` lPrr uad roore of n @ring aheve) Far ff of antharity...e.;.Owncr.officer. (Name of party on behalf of rd� /: • hasceeI attorney in tap) :.'°t�'� �5 .....f execuce� Personogy'KnownF •'" .�.. +• '+r,. Produced the following type o£ID: p rpnreaName of _�• e�,g - - . VV r 0m• :• ( amre of crap' Puhlm Under penald" of o r I e. c`i, 1•S.aq edur}�I deylsre befieF(seaian 92.52i, Flo ` foreg (s) of oioS and that the fa d��Aki2.;: •• '> it hue to the bat of m $lEfiaNre +�rf/i r�RYPUP.4��\`yam • Y W1071114e and Owi'�QStb'fil0ivne aJ' Authorized r Ofticer/Directar/parcnalAranagar who signed shave: Sy: � By ��I�-K-! - it r w.. ernivrwllram,derl Si�tature) -nt `a� C.. •tied, Nome) .. 10 39FId II 00 N33NDS N33NOId MZ OVEUL 80:91 60OZ/t,1/80 08/14/2009 15:07 7723404626 PIONEER SCREEN CO II PAGE 01 :>n°qn �anotcoy,n is;aeuet�aul.Ic,�uataatQJ,�aa!dJ0 F^iuogi�Y PU° a5P>im°rUi lm d° u>9 AT of anq au: u 9 SpIq asp nT pus Sulb2aao; at); llU>^,1 (anaaa L3 nkl,° �:pt,to aM7 2utmotlo3 a41 Fe npoud suaov3l.11leLLos+ad (patina&a (amuat�iS pmwa+�xtewvnrrev.m� ifl I 1 , • *90QB1A. O;v (s)aauleua)g AdA* . 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Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 http://www.sUucleco.org/publie—workstpermitting.htin Issued: 08/05/2009 Job Location: 211 RAMIE LN Permit Type: Building (Miscellaneous) Job Description: BUILDING PERMIT Conf * 618 Permit #: SLC- 0907-0274 City: PORT ST LUCIE Page 1 S/D River Park Unit 3 Lot: 16 Block: 23 Parcel: 3419-515-0106-000/9 Contractor NEWMAN MICHAEL J PIONEER SCREEN COMPANY INC II (772) 340-4393 1682 SW BILTMORE ST PORT ST LUCIE, FL 34984 Property Owner JOSEPH RICH (772) 340-0011 129 NE PRIMA VISTA BLVD PORT ST. LUCIE, FL 34983 Property Owner BEVERLY RICH (772) 905-8191 211 RAMIE LANE PORT ST. LUCIE, FL 34952 Setbacks Left: Right: 10.50 Front: Rear: 23.00 Zoning: RS-4 Number of Units: 1.00 Floors: 1 Buildings: 1 Square Footage: 230.00 Minimum Floor Elevation: Flood Map: 280F Flood Zone: X Elev: Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2004 Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Christopher Lestrange Building Official Date For Automated Inspections, Call (772) 462-1261 For Questions, Call (772) 462-2172 St. Lucie County Land Development Code Section 11.05.01 (A) (2) states; Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit. o = PLAr - --.. _..-----50f//NERL R/CNr or WAY l / o MEASURED NW CQPNER LbrP/PF (NO /0i 23 IPP - HVOD POWER POLE I FOUND 1/2IROW :ONC - CONCREX R LOT 1 N84'21'41 T' 1l a 12'(M N84'22'00"E , 110.00'(j . .00,AM DID e p -w mN. Ropr N NDrom x. P rr`` 26. 3,0 N ' ?'CANC14fiF DR74£W,1 V,•' :! FWff (IXEARI N84'2200"E 11 a 000. (P&M) NNW ; x LOT 15 ZL14 YOB, 4NFM&� LOT 2 2p •w �N O` p LOT 3 ZA ZA FIR og N 10ON m O LOT 4 DESIGN NOTES: PIONEER SCREEN II 1. 18 x 14 MESH SCREEN IS THE MAXIMUM ALLOWABLE DENSITY ALUM. ROOF ENCLOSURE FOR: FOR THIS ENCLOSURE'S DESIGN. 2. DOOR(S) MAY BE PLACED INTO ANY SCREEN WALL PANEL RICH RESIDENCE EXCEPT FOR THOSE THAT CONTAIN DIAGONAL BRACING. 211 RAMIE LANE 3. SEE ENGINEERING SHEET FOR MINIMUM FOOTER REQUIREMENTS PORT ST. LUCIE, FL (EITHER MONOLITIHIC OR ISOLATED). 8' I' HEIGHT I' S' HEIGHT (s) - SEE SHEET S OF I FOR CARRIER BEAM SPLICE SPECIFICATIONS AND GUIDELINES FOR PROPER LOCATION OF THE CARRIER BEAM SPLICE IN RELATIONSHIP TO THE SCREEN WALL UPRIGHTS. (O ALUMINUM ROOF IS BEING ATTACHED TO THE HOST STRUCTURE'S FASCIA BOARD. REFER TO 'FASCIA ATTACH- MENT NOTE' (SHOWN ON SHEET 01 OF 7 OF THE ALUMINUM ROOF SCREEN ROOM ENGINEERING SHEET) FOR THE SPECIFICATIONS FOR REINFORCEMENT OF THE FASCIA BOARD - TO - TRUSS TAIL CONNECTION, PRIOR TO ATTACHMENT OF THE ROOF HEADER TO THE SUBJECT FASCIA BOARD. EXISTING HOST FASCIA dd 3' INSULATED ALUM. ROOF a SYSTEM WITH B24 SKINS t n I -LB DENSITY CORE MATL. 23' 0' OVERALL SCREEN WALLS 2 x 3 x OW CARRIER BEAM, CONTINUOUS (•) OVERALL DESIGN COMPLIES WITH THE FLORIDA BUILDING CODE 2001, FOR 140 MPH WIND LOAD (3-SECOND GUST) FOR EXPOSURE CATEGORY V. I x 2 G O m m m x x x (TYP) x x ~ m N N N In x x i 2x3x.010 `n x2 S' P HEIGHT T S' HEIGHT CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD d 90 7- 02 77 , ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP K REVIEWED BY DAM- fllldl PLANS AND PERMIT MUSTBEKEPTONJOBOR NO INSPECTION WILL BE MADE II JI Nam `J v _j �mLLaZ o acoo4?K p�N� o ° �=mo ° Jawv • Q o U. Uj C7 ° 2!= W 00 �a5 LL GENERAL NOTES AND DESIGN PARAMETERS: I. THIS OVERALL DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTER 16 AND CHAPTER 20, FLORIDA BUILDING CODE 2001, AND IS BASED ON THE FOLLOWING PARAMETERS: A. WIND SPEED: 140 MPH., 3-SECOND GUST B. EXPOSURE CATEGORY: 'B' C. DESIGN LOADS: LIVE LOAD 0 30 PSF., UPLIFT LOAD o 24 PSF., SCREEN WALL DE51GN LOAD 9 21 PSF. D. MAXIMUM HEIGHT: 30' 0' FOR EXPOSURE CATEGORY 'B' AND 15' 0' FOR EXPOSURE CATEGORY 'C'. E. ALLOWABLE DEFLECTION: 'L' / 120 (AS SPECIFIED IN TABLE *1610.1, FOR NON -HIGH VELOCITY HURRICANE ZONES) F. CONTINUOUS LOAD PATH IS PROVIDED 2. MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD) A. ALL EXTRUSIONS: ALUMINUM ALLOY %063-T6 (NOTE: SPLICE PLATE MATERIAL MAY BE EXTRUDED FROM ALUMINUM ALLOY %061-T6, IF THIS ALLOY 15 MORE READILY AVAILABLE TO THE CONTRACTOR). B. FASTENERS: ALUMINUM ALLOYS *2024-T4 4 0101546, DOUBLE GAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL, OR 300-SERIE6 STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR MATERIALS AS THEY ARE DEFINED IN SECTION *2003.8.4. HE / SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS. ANY ALTERNATE MEANS MUST BE REVIEWED AND APPROVED IN WRITING, BY THE ENGINEER OF RECORD, PRIOR TO ANY INSTALLATIONS UTILIZNG THE SUBJECT METHOD. C. ROOF PANELS: SEE ROOF PANELS SPECIFICATION ON THE ROOF PANEL SPAN TABLE. D. SCREEN CLOTH: SHALL BE VINYL -COATED WOVEN FIBERGLASS, MAX. DENSITY 18 x 14 MESH (585, OPEN, MINIMUM). 3. ALL FASTENERS THAT PASS THROUGH ANY EXTRUSION INTO CONGRETE, MASONRY, WOOD, OR OTHER ALUMINUM EXTRUDED FRAME MEMBER MUST HAVE A 5/8-INCH DIAMETER WASHER (MINIMUM), AND BE NO MORE THAN 24 INCHES CENTER -TO -CENTER SPACING (UNLES5 OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD). 4. ALL FASTENERS ADJACENT TO COLUMNS THAT DO NOT REQUIRE REINFORCING ANGLE CLIPS, MUST BE PLACED WITHIN 4 INCHES OF THE UPRIGHT (ON BOTH SIDES). (REFER TO GENERAL NOTE *3 FOR SPACING SPECIFICATIONS) 5. ANY CARPORT OR SCREEN ROOM THAT HAS ANY SITE -SPECIFIC DESIGN ELEMENTS. THAT DO NOT COMPLETELY CORRESPOND WITH, OR IN ANY WAY EXCEED THE DESIGN SPECIFICATIONS INDICATED ON THIS DESIGN DOCUMENT SHALL BE RE -DIRECTED BACK TO THE ENGINEER OF RECORD FOR CERTIFICATION OR FURTHER SITE -SPECIFIC DESIGN. 6. ALL WELDED CONNECTIONS SHALL BE WELDED WITH AN INERT -GAS -SHIELDED ARC OR RESISTANCE WELDING PROCESS (AS PER SECTION 42003.8.13, F.B.C. 2004). ALL WELDING OF STRUCTURAL ALUMINUM MEMBERS SHALL BE PERFORMED BY A CERTIFIED WELDER (AS PER SECTION 02003.8.1.4, F.B.C. 2004). T. COPIES OF THIS ENGINEERING DESIGN DETAIL SPECIFICATION DRAWING (ALL SHEETS) ARE ONLY TO BE VALID FOR PERMITTING PURPOSES OR FOR DESIGN CERTIFICATION PURPO5E5 WHEN ALL SHEETS OF ANY SUBMITTED SET BEAR THE ENGINEER'S ORIGINAL SIGNATURE (IN BLUE INK) UNDER HIS EMBOSSED SEAL. NO SETS, OF THESE SPECIFICATION DRAWINGS SHOULD BE ACCEPTED, OR CONSIDERED VALID IF THE DATE UNDER THE EMBOSSED SEAL IS MORE THAN 90 DAYS OLD. ' 8 ANY OP.IGNAL SIGNED (I"! BLUE INK) AND SEALED SITE -SPECIFIC DESIGN DRAWINGS, ALONG WITH ITS SITE11 - SPECIFIC SPECIFICATIONS, SHALL ONLY SUPERSEDE THESE DESIGN SPECIFICATION DRAWINGS, WHEN IT IS SPECIFICALLY STATED ON THE SITE DRAWING AND THAT SITE DRAWING 15 DEFINED AS A 'SITE -SPECIFIC' w DESIGN. S. SCREEN DOOR(6) MAY BE PLACED INTO ANY SCREEN WALL PANEL, AS PER OWNER'S SELECTION. EACH DOOR MUST BE SELF -CLOSING AND SELF -LATCHING. CONCRETE ANCHOR SPECIFICATIONS: ALL CONCRETEANCHORS SPECIFIED ON THIS DETAIL TDFIS' NGE TEST DATAE FURNISHED BY RED HEAD MANUFACTURED YSTEMS, AS ALL LOAD CAPABILITIES AREL AND RESOURCE BOOK NO SUBSTITUTIONS OF ANY OTHER MANUFACTURER'S CONCRETE ANCHORS IS PERMITTED WITHOUT SUBMITTAL OF THE COMPANY'S TEST DATA (TO VERIFY EQUIVALENT LOAD CAPACITIES) AND A WRITTEN, SIGNED AND SEALED LETTER OF AUTHORIZATION FROM THE ENGINEER OF RECORD. ANY UNAUTHORIZED ANCHOR SUBSTITUTION SHALL BE DEEMED NON -COMPLIANT WITH THIS DESIGN. THE ANCHORS TO BE USED FOR APPLICATIONS SPECIFIED IN THIS ENGINEERING DESIGN PLAN ARE AS FOLLOWS: FASCIA ATTACHMENT NOTE: L FOR ATTACHMENT OF ANY SOLID ROOF STRUCTURE . TO THE FASCIA OF THE EXISTING HOST STRUCTURE, THE FASCIA BOARD MUST BE A NOMINAL 2' THICK BOARD (INSTALLATION ON A I x FASCIA BOARD I$ POSSIBLE IF THERE IS A 2 X SUB -FASCIA, WHICH MUST BE VERIFIED PRIOR TO ANY INSTALLATION BY THE CONTRACTOR) 2. THE 'FASCIA -TO -TRUSS TAIL' CONNECTION MUST BE REINFORCED BY THE PLACEMENT OF ONE (U 1/4' x 4' LAG SCREW THROUGH THE FASCIA AND INTO EACH TRUSS TAIL (FOR THE ENTIRE LENGTH OF FASCIA THAT SHALL HOST A PROPOSED SOLID ROOF STRUCTURE. THESE LAG SCREW HOLES MUST BE PILOT -DRILLED WITH A 5/32' DRILL BIT (TO PREVENT SPLITTING OF THE TRUSS TAIL) THE CONTRACTOR SHALL BE RE- SPONSIBLE FOR LOCATING THE TRUSS TAILS ON THE JOB SITE. IF REQUESTED, THE CONTRACTOR MUST BE ABLE TO PROVIDE ANY NECESSARY EVIDENCE.NEEDED TO VERIFY ACTUAL PENETRATION OF THESE LAGS INTO THE TRUSS TAILS IF REQUESTED TO D SO BY EITHER THE ENGINEER OF RECORD OR ANY BUILDING OFFICIAL. 3. THE EXISTING HOST STRUCTURE'S OVERHANG SHALL NOT EXCEED 2' 0' (24 INCHES). IF THE OVERHANG DOES EXCEED THIS DIMENSION, ALTERNATIVE SUPPORT AND ATTACHMENT SPECIFICATIONS MAY NEED TO BE DESIGNED BY THE ENGINEER OF RECORD. / FASCIA) L WALLS (BELOW) IrROOFLOAD BEARING / WALL (BELOW) 9 25oOFA C P cHE T (MAXIMUM) STANDARD. SCREEN ROOM SCHEMATIC 1/4' DIA FASTENERS: . RED HEAD ITW TAPCON, WHICH SHALL HAVE A MINIMUM EMBEDMENT INTO CONCRETE OR CB.S. WALL OF 13/4'. 3/$', 1/2', 5/8' 4 3/4' DIA. FASTENERS: ALL FASTENERS OF THESE DIAMETERS SHALL BE 'RED- HEAD TRU15OLT WEDGE' ANCHORS. SEE 'FOOTER PAD KEY' TABLE FOR INDIVIDUAL FASTENER EMBEDMENTS AND MINIMUM EDGE AND CENTER -TO -CENTER DIMENSIONS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER) HOST STRUCTURE (WALL / COLUMN (NTERIOR) i CARRIER BEAM I -----------�- COLUMN BEAM CANTILEVER a iY N p SPACINCs I 2396.0F ALLOWABLE\ L=_�i=�Eti7v��1 STANDARD SCREEN ROOM U ITH INTERMEDIATE CARRIER BEAM ALLOWABLE ROOF PANEL -SPANS THE SPANS INDICATED IN THE TABLES BELOW ARE BASED ON A LIVE LOAD OF 30 P.S.F., AND THE APPLICABLE WIND LOAD, AS DEFINED IN TABLE #2002.4, CHAPTER 20, FLA. BLDG. CODE 2007. ALLOWABLE DEFLECTION SHALL BE L 1120, AS SPECIFIED IN TABLE #1610.1, CHAPTER 16, FLA. BLDG. CODE 2007 (FOR NON -HIGH VELOCITY HURRICANE ZONES). MAXIMUM HEIGHTS SHALL BE 30 FEET OR LESS FOR EXPOSURE 7' AND 16 FEET OR LESS FOR EXPOSURE "C". 3-INCH RISER PANS PANS SHALL BE ROLL -FORMED, IN ACCORDANCE WITH INDUSTRY STANDARDS, AND SHALL BE MADE FROM ALUMINUM ALLOY#3105- H14 OR ALLOY #3105-H28 (2 RIB MINIMUM). ROOF PANEL PANELTHICKNESS OVERHANG .032 .040 2' 0" MAXIMUM 1,0240. 8' 12' 3", 4" AND 6" INSULATED PANELS THE INSULATED PANEL SPANS INDICATED IN THE TABLE BELOW ARE THOSE THAT ARE SPECIFIED BY ELITE PANEL PRODUCTS (FLA. STATE PRODUCT APPROVAL #FL-7561, DWG. NO. FL-1001, AS PRODUCED BY DO KIM & ASSOCIATES, LLC, CONSULTING ENGINEERS) IF A CONTRACTOR CHOOSES TO USE ANOTHER MANUFACTURER'S PANELS, THEY SHALL STILL BE LIMITED BY THESE SPANS, AS THESE SPANS ARE THE BASIS FOR ALL OF THE DETAILS INDICATED WITHIN THIS ENGINEERING SHEET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE OTHER MANUFACTURER'S PRODUCT APPROVALS. ALLOWABLE SPANS WITH 1 LB DENSITY CORE MATERIAL SULATED PANEL THICKNESS / SKIN THICKNESS OVERHANG 3" /.024 3" /.032 4" / .024 4" / .032 6" / .024 6" / .032 2' 0" MAXIMUM & 10' S' 14' 0' 6 I2, ' Il' 4' 15' I' 21' 6' ALLOWABLE SPANS WITH 2 LB DENSITY CORE MATERIAL OVERHANG 3" / .024 3" /.030 4" /.024 4" / .030 6" / .024 6" /.030 2-0-MAXIMUM 16' 3' IT 6' IS' 6' 22' 6' 4 22' ' I 2' 9' "CLEAR SPAN" SCHEMATIC DIAGRAM N 'CLEAR SPAN' 'OVERHANG' U BEAM AND COLUMNS (TYP.) PEEL SCREW SPACING AND EDCzE DISTANCE SPE(C'S THIS TABLE IS BASED ON THE PROPERTIES OF C-1022 LOU) CARBON STEEL SMS AND SELF -DRILLING (TEK) SCREA UNIC44 ARE AN INDUSTRY STANDARD 6CREW. SCREW SIZE NOMINAL SCREW DIAMETER (INJ MIN. EDGE DISTANCE MIN. CENTER -TO - CENTER DISTANCE *8 0.156 5/16' 1/16' *10 0.188 3/6, 1/2' M2 0.2113 1/2' 5/8, *14 0250 5/5, 3/4' FOR BRICK PAVER INSTALLATION: FOR INSTALLATION ON A BRICK PAVER DECK, PLEASE NOTE ALL COLUMNS MUST BE MOUNTED DIRECTLY TO THE CONCRETE FOOTER PADS (THE BRICK PAVERS CAN BE CUT TO FIT UP TO AND AROUND EACH COLUMN). THIS DESIGN DOES NOT PERMIT INSTALLATION OF THE SUPPORTING COLUMNS ON TOP OF THE PAVERS, AS THE DESIGN LOADS WILL NOT ADEQUATELY BE RESISTED. F O pw w 0 WIx0oz a w w z a Louc� z p z inrnw0IX mgww 0 o— mz oW0o LL p F � o L o ' I� ¢mow" Z U>rx8waw U-��p ¢¢W LL co m 20IL3u R: a pzzmo> �W:,L Rui o O�U)wMix ~ z � p Fwa�Oow CC 0 0 rn 11 Z-d`QX L) w F O 3��" �wz°o poa-too U- Q U o w O0 a Lu W O Q J K 2 cl) M40 a CDC). a - Q uj Zv��iLLI z U>QCFNa� ZQ_..yky _xxLLo a moZ0 C1�� �zm�wo DuiocreW m Z y N U 60'N 3R W a ALLOWABLE FRONT WALL UPRIGHT SPACIN6. BASED ON ROOF SPAN MAXIMUM UPRIGHT SPACING FOR ROOF LOAD BEARING (FRONT) SCREEN WALL (CNTR T04�RR) ROOF CLEAR 2x .090CARR BM. 2x5x.125CARR.BM. SPAN 1'0'O.H. 20'O.H. 1'0'O.H. 20"O.H. can r 5' 8' 9' 8' 0" (7 8' 0' (') ro' r1' 8'r wD'(j B'wv) 8100 8' 10' V 5' 8' 0' (7 8' 0' (') 9' 0" • 8' 8' V 3" N 0' o 8' 0" (') 190, 8' 8' 6116 8' 0' (') 8' 0' C) 1110, 8' 4' 610, 8' 0" (') 8' 0' (7 12 0' V 2" 9106 8' On (') V 0' 0 a0' 8' 0' 5' 9' 8' 0' (') 8' 0' (1 14' 0" 6110 V 8' 8' 0' (I 8' 8' e) Ivan 5' 9' S'r 8' 0' e) 8' 0' C) 18' 0'- 5' 8' 515, 8' 0" (l 8' 0' (') 1T0' 5'r T4' 8'0"(I 8'0'r) Iva, - _- 5'r 513, 8' 0' (°) rill 19' 0" 655 5' 2" 8' 0" (') r r MAXIMUM UPRIGHT NEIGHTS BASED ON UPRld-PT SPACI-N6 WALL COLUMN SCHEDULE (ALLOW. COLUMN HEIGHTS VS. WALL PANEL WIDTH) L180 MAX. ALLOWABLE DEFLECTION (140 MPH, EXP. -W, 21 P.S.F. DESIGN LOAD) DIMENSION COLUMN HEIGHT vs W ANEL,WIDTH (DESIGN PRESSURE=2I PSF) SIZE Tf Tw 8' 0' T 8' T 0' 8' 8' 8 0' 5' 8' 5' 0' 4' 8' 4' 0' 2x4 L .100 1 .045 1' 5' TV WO' 8' 3' 8' 1' 9' O' 9' 5' 9' II' 10' 5' 2x5 L .050 Von V 4' 9' 8' • 10' 0' • 10' 5' 10' II' II' 5' 12' 0' 12' 9' 2xS L .050 V 4' V 8' 10' 0' 10' 5' 10' 9' 11' 3' II' 10' 12' 5' 13' 2' 2x7 L .057 10' 2' 10' 6' 10' II' 11' 3' 11' 4' 12' 3' 12' II' 13' 6' 14' 4' 2x8 L K.2 .072 12' 6' IT II' 13' 3' 13' 9' 14' 4' 15' 0' 16' 10' IS'10' 21' 0' 2x9 L .072 15' 0' V 1' 16'1' 16'8' Il'4' 18'2- IS' 0' 20'0' 21' 2- 2x9 L H .082 V 1' 19'2' 19'II' 20'1' 21'5' 22' d' 23' 5' 24'8' 26' 2' 200 L .092 22' 0' 22' 9' 23' 6' 24' 4' 25' 4' 26' 5' 2l' 8' 29' I' 30191 THE UPRIGHTS SPECIFIED IN THIS TABLE ARE DESIGNED FOR PLACEMENT UNDER A SOLID ALUMINUM ROOF STRUCTURE, AND ARE BASED ON A DESIGN LIVE LOAD (ROOF) OF 30 P.S.F. (DESIGN BASED ON A WORST -CASE OF A CLEAR SPAN OF 19 0') THE UPRIGHTS SPECIFIED IN THIS TABLE ARE DESIGNED FOR USE WITH SCREEN CLOTH WITH MAXIMUM DENSITY OF 18 x 14 MESH (5804 OPEN, MINIMUM), (•) NO SCREEN WALL PANEL SHALL EXCEED V 0' CENTER -TO -CENTER BOTH CARRIER BEAMS SPECIFIED ON THE UPRIGHT SPACING TABLE ABOVE ARE TO BE TUBE -TYPE CARRIER BEAMS (NOT S.M.B.) IF A PROPOSED ALUMINUM ROOF EXCEEDS 19' 0' CLEAR SPAN, IT MUST BE DESIGNED SIT&SPECIFICALLY BY THE ENGINEER OF RECORD FOR THIS DESIGN DOCUMENT MINIMUM FOOTEJR TA5LE5 FOR PERIMETER SCREEN WALLS MONO - MAX. ROOF ISOLATED MAX. ROOF FOOTER SPAN FOOTER(V SPAN ' x 8'. WITH 12' x 14' WITH (I 5V CONT. UP TO 14' (2)SO CONT. UP TO 14' 8' x 12' WITH 14' x16'WITH. (U 50 CONT. 14' TO 11' (2) 50 CONT. 14' TO 11' 10' x D' WITH IT TO 20' 16' x I6' WITH Il' T0,20' (U 050 CONT. (2 SO CONT. IF A JOB EXCEEDS THESE PARMETER9, THE FOUNDATICN MUST BE SITE -SPECIFICALLY DESIGNED BY THE ENGINEER MONOLITHIC FTG, LOAD CAPACITIES ARE BASED ON A MIN. OF.3FEET OF CONT. CONCRETE, 2,500 PSI MINIMUM, W/ WIRE OR FIBERMESH REINFORCEMENT (01501-ATED FOOTERS MAY BE USED ON EDGE OF EXIST. CONC. SLAB OR UNDERNEATH THE PERIMETER OF BRICK PAVER DECK (ALL SIDES) COMPONENT 6HAPES AND 5PECIFICATION5 Tw ' " J., 044 040 0l0 Ix30.5. Ix20.8_ 1 2' I 2x3'H' 3x3'14' SELF -MATING CL') THE ACTUAL VALUES FOR 'TT' (FLANGE THICKNESS) AND 'Tw' (WEB THICKNESS) FOR THE, VARIOUS SIZE SELF -MATING MATERIAL ARE INDICATED ON THE UPRIGHT HEIGHT AND CARRIER BEAM TABLES. ALL 'TUBE' TYPE BEAMS OR COLUMNS SPECIFIED IN TH15 ENGINEERING DESIGN DOCUMENT SHALL HAVE THE SAME WALL THICKNESS ON ALL FOUR SIDES (TYP). OVER CLEAR SPAN CLEAR SPAN OVER NOTE: a HANG H05T STRUCTURE (WALL /FASCIA) a o� COLUMNS THAT SUPPORT CARRIER BEAMS (INCLUDING y s MAX MAX RIDGE BEAMS FOR GABLE ROOFS) AND ARE WITHIN A w I ROOF LOr±0 BEARING I SCREENED WALL PANEL SHALL BE SELECTED FROM WALLS rBLLow1 - �i THE °WALL COLUMN SCHEDULE' ON THIS SHEET. V 0 RIDGE SIDE SCREEN BEAM_ --_- I WALLS (BELOW) '/2 OF ly OF CLEAR CLEAR 0. SPAN SPAN RIDGE BEAM TRIBUTARY p AREA " GABLE PLAN VIEW SEE DETAIL BELOW- 12 31 MAXI COLUMN SPACING NOTE: GABLE ELEVATION MAXIMUM PITCH FOR GABLE ROOF SHALL BE 3 :12 GABLE ALUMINUM ROOF SCHEMATIC DIAGRAM 2 x 2 TOP RAIL (TYP. FOR TOP, OF SCREEN WALL PANEL THAT IS UNDER ALUMINUM ROOF PANEL I x 2 SCREEN FRAME (ON EITHER SIDE OF THE CARRIER BEAMum ' SUPPORT COLUMN) OUTER SCREEN WALL SURFACE SEE 'TYP: GABLE RO DETAIL' FOR SPEC.'S SIDE VIEW ROOF PANEL (TYP.) GABLE RIDGE BEAM AS SIZED FROM CARRIER BEAM TABLE 2 x 2 x .125 ANGLE (2' LONG) W/ FOUR (4) 012 TEKS INTO COLUMN AND FOUR (4) M2 TEKS INTO THE 50TTOM OF CARRIER BEAM, TYP. ONE ANGLE ON BOTH THE INSIDE AND OUTSIDE OF THE COLUMN 4' x 8' x 3/16' THICK PLATE WITH NINE (9) 014 TEKS INTO SIDE OF CARRIER BEAM AND NINE (9)014 TEKS INTO SIDE OF UPRIGHT, TYP. ONE PLATE ON EACH SIDE OF THE BEAM -TO -UPRIGHT CONNECTION (TEKS TO BE SPACED AS SHOWN) 'SCREEN WALL SUPPORT COLUMN FOR GABLE RIDGE BEAM (ALSO APPLICABLE TO OTHER INTER- MEDIATE CARRIER BEAM SUPPORTS) ALUMINUM ROCF PANEL (TYP.) GABLE RIDGE BEAM AS 51ZED FROM CARRIER BEAM TABLE 2 x 2 TOP RAIL (TYP. FOR TOP 4' x 8' x 3/16' THICK PLATE WITH OF SCREEN WALL PANEL THAT NINE (9) M4 TEKS INTO SIDE OF 15 UNDER ALUMINUM ROOF PANEL CARRIER BEAM AND NINE (9) 014 TEKS INTO SIDE OF UPRIGHT, TYP. Tx'2 SCREEN FR: tEYON-EITHER__ - - o o - — ONE PLATE-ON-EACH-6IDE'OF_THE-- 510E OF THE CARRIER BEAM BEAM -TO -UPRIGHT CONNECTION SUPPORT COLWN) (TEKS TO BE SPACED AS SHOWN) SCREEN WALL SUPPORT COLUMN 2 x 2 x .125 ANGLE (Y LONG) W/ FOR GABLE RIDGE BEAM (ALSO FOUR (4) N2 TEKS INTO COLUMN AND FOUR (4) 012 TEKS INTO THE APPLICABLE To OTHER INTER- MEDIATE CARRIER BEAM SUPPORTS) BOTTOM OF CARRIER BEAM, TYP. FRONT VIEW ONE ANGLE ON BOTH THE INSIDE AND OUTSIDE OF THE COLUMN CABLE RIDGE BEAM TO 5CREEN WALL 5UPPORT COL.. CC �ao=zz C7�Z W a_�mz up,mooIgo€ c Lou == ;i w o � LL ca m wo 2 F - Q im yw w0 in C G 8 OWra F C i K U MAXIMUM BEAM SPANS FOR INTERMEDIATE (INTERIOR) CARRIER BEAMS CONTRIBUTING ROOF LOAD WIDTH (TRIBUTARY AREA) (SEE SCHEMATIC LAYOUTS ON SHEET#1 FOR DESCRIPTION) CARRIER BEAM812ES SO" 8'0' i0' 8'0' LIP OR 10'D' 11,0' 12'0' ITV IN04 15'0' 160' 1T0' IV IV 0. 2 x 4 SNAP x.045 x.045 6' 3' (A) 5' 8' (A) 5' 3' (A) 4' 11' (A) 4' 8' (A) 4' 5' (B) 4' 2' (B) 4' 0' !B) 2X3TUBE x.093x.093 •T 0' (A) '6' T (A) 6' 0' (A) 5' 8' (A) 5' 4' (A) 5' 1' (B) 4' 10' (B) 4' 1' (B) 4' 5' (B) 4' 3' (B) 4' 1' (15) 2x4LAPx.045x.100 8' 0' (A) T 4' (A) 6' 9' (A) 6' 4' (B) 6' 0' (B) 5' 8' (B) V 5' (B) 5' 2' (B) . 5' 0" (B) 4' 9' (B) 4' 8' (B) 4' 6' (B) 4' 4' (B) 4' 3' (B) 4' 1' (B) 2x6LAPx.050x.116 9' 11' (A) 9' 1' (15) 8' 5' (B) T 10' (8) T 5' (B) T 0' (B) 6' 8' (B) 6' 5' (B) 6' 2' (C) 5' 1' (C) 5' 9' (C) 5' 1' (C) 5' 5' (C) 5' Y (C) 5' I' (C) 2x6LAPx.050x.120 11' 4' (B) 10' 5' (B) 9' 1' (B) V 0' (S) 8' 6' (S) 8' 0' (C) 1' 8' (C) T 4' (C) T I' (C) 6' 10' (C) 6' 1' (D) 6' 4' (D) 6' 2' (D) 6' 0' (0) 5' 10' (D) 2x57UBEX.125X.125 11'1' (B) 10' 10' (B) 10' 0' (B) V 5' (B) 8' 10' (C) 8' 5' (C) 8' 0' !C) T 10' (C) T 4' (C) T I' (D) 6' 10' (0) 6' 8' (Q) 6' 5' (D) 6' 3' (p) 6' I' (D) 2 x 7 LAP x.057 x.120 12' 11' (B) II' 9' (B) 10' II' (B) 10, 2' (C) V 1' (C) 9' P (G) 8' 8' (C) 8' 4',(D) 8' 0' (D) T 8' (D) T 5' (D) TV (0) 1' 0' (D) 6' 10' (D) 6' T (p) 2X8LAP X.072X.224 14' 1' (B) 13' 4' (C) 12' 4' (C) 11' 6' (C) 10' 11' (D) 10' 4' (D) V 10' (D) 1 9' 5' (D) 9' 1' (0) 8' 9' (D) 8' 5' (0) 8' 2' (D) T II' (D) 1' 8' (0) T 6' (E) 2X9LAP x.082X,308 2l' 8' !D) 19' T (D) 18' 4' (0) 11' I' (D) 16' 2' (E) 15' 4' (E) 14' 1' (E) 14' 0' (E) 13' 5' (F) 12' 11' (F) 12' 6' (F) 12' 1' (F) 11' Y (F) 11' 5' (F) 11' 1' (F) 2 x 10 LAP x.092 x.389 •24' 4' (Q) -22' 10' (D) 21' 6' (E) 20' 2' (E) 19' O' (F) 18' 0' (F) 11' 2' (F) IV 5' (P) 15' 9' (F) 15' 3' (F) 14' 8' (F) 14' 3' (F) 13' 9' (G) 13' 5' (G) 13' 1' (G) DBL. 2 x 9 LAP x.082 x.308 •26' 6' (D) •25' 0' (E) 123' 9' (E) -22' 8' (F) '21' 10' (FL •21' I' (F), -20' 5' (F) IT 9' (G) IV 0' (G) 18' 4' (G) IT 8' (G) 11' 1' (H) 16' T (H) 16' 2' (4) 15' 8' (H) DBL.2x10LAP x.092x.389 -30' 1' (E) •28' 10' (F) •21' 4' (F) -26' 2' (F) 1 •25' 2' (F1 •24' 4' (G) 123' 1' (G) 122' 10' (H) -22'3' (H) 21' 6' (H) 209' (H) 20' 2' (H) 19' 6' (H) 19' 0' (H) 18-6-0) TABLE NOTES: 1. 2. AS 3 "MINIMUM FOOTER PAD SIZES NEEDED TO A DESIGN UPLIFT LOAD OF 24 P.S.F.) TO THE ENGINEER OF RECORD FOR CENTER 40-CENTER LOCATION FOR THE PRESCRIBED VERTICAL FOOTER PAD KEY MINIMUM COLUMN Stm ALL CONC. ANCHORS SPECIFIED IN THISTABLE SHALL BE. RED41EAD'TRUBOLT WEDGE' ANCHOR (SEE NOTE, SHT A) MINIMUM CNTR-TO-CNTR DISTANCE MAX ALLOW. LOAD(PER ANCHOR) (TENSION) SEEANCHOR DETAIL# (8,4EET#3) NUM(1ERANDSIZE OFTHRU-BOLTS FOR CARRIERBEAM-TO- COLUMN CONNECTION NUMBER OR ANCHOR SIZE MINIMUM EMBED. MINIMUM EDGE DIST. SYMBO1. FODTERPAD SIZE "A° 2 0' SQUARE x T 0' DEEP 3' x 3'x.125' COLUMN TWO (2) 31B' DIA. 3' 3" 6' 1,176 Las # 1 TWO (2) 31B' DNA, BOLTS "B" 2' V SQUARE X 2 W DEEP 3' x 3' x,125' COLUMN TWO (2) 3/8' DLL 3' 3' 6' 1,176 LBS # 1 TWO (2)3V DIA. BOLTS TV SQUARE x 2 6' DEEP 3' x 3' x Ai0 COLUMN TWO (2) 3l8' DIA. 4' 3' B' 1,340 LBS # 2 TWO (2) 316' DIA. BOLTS "D" T 0' SQUARE x 2 8' DEEP 3' x 3' x.12V COLUMN TWO (2) Ire, DIA 411W 31/4' 8114' , 1,787 LBS # 3 THREE (3) 318' DIA BOLTS "E° 3,a,SQUARE x TV DEEP 3"X3"x.125"'00LUMN ` TWO-(2)" '5B"DIA. 5118" 4" Ir 2,140LB3, #4 THREE (3)1/2'DIA. BOLTS T S' SQUARE x 3' W DEEP 4' x4" x,125' COLUMN TWO (2) 3W DIA. 6'Sre' 5" 7" 2,90QLB3 # 5 THREE (3) SV DIA BOLTS V T 6' SQUARE x T 6" DEEP 4' x 4' x.250' COLUMN FOUR (4) 11Y,DLA. 410 31/4' 61m 1.787 LSS # 6 FOUR (4)117 DIA BOLTS "H" 4' 0' SQUARE x 3' S" DEEP 4' x4' x.250' COLUMN FOUR (4) 518' DIA. 51/8' 4' 6' 2,140 LBS 07 FOUR (4)1W- DIA BOLTS ")° 4'WSQUARE x4'WDEEP 4'x4'x.250'COLUMN FOUR (4) 3W'DIA, 65w S' 1D' 3,580Lis #8 FOUR (4)3WDIA.BOLTS " J" 4' 3' SQUARE x 4' 0' DEEP 4' x4' x 250' COLUMN FOUR (4) 3k' DIA 6 5J8' S' 10' 3,580 LBS # 8 FOUR (4) 314' DIA BOLTS ALL FOOTER PADS SHALL HAVE 95 BARS (1AMTH 3-INCH MINIMUM CONCRETE COVERAGE AT EACH END), PLACED AT 6-INCHES CENTER -TO -CENTER, IN EACH DIRECTION, TO BE PLACED S INCHES ABOVE THE BOTTOM OF THE FOOTER PAD (TYPICAL FOR ALL FOOTER PADS). BEAM SPLICE LOCATION SCHEMATIC C+� STITCH SCREWS SHALL BE M4 __ TEKS a 18' O.C, TYP. BOTH TOP AND BOTTOM FLANGE OF ALL S.M.B. CARRIER BEAMS 41. 51NGLE B.M.B. CARRIER BEAM STITCH SCREWS SHALL BE 114- TEKS a 18' O.C., TYP. BOTH TOP AND BOTTOM FLANGE OF ALL SMB. CARRIER BEAMS TWO INNER HALVES OF pOUBLE� BEAMS SHALL BE ATTACHED WITH TWO ROWS OF-M4 TEKS o 18' CC, EACH TO BE STAGGERED FROM THE OTHER ROW, SO THERE WILL BE ONE SCREW EVERY NINE INCHES OVERALL. (CONT.OVER - ENTIRE LBW,TH OF BEAM) STITCH SCREWS SHALL.BE M4—� TEKS o IS' O.C., TYP. BOTH TOP AND BOTTOM FLANGE OF ALL SMB. CARRIER BEAMS —0 0 0 01 LJ-0 0 0 0 0 0 ALL SCREWS SHALL BE 14 TEK SCREWS LU CARRIER BEAM SPLICE DETAIL .�.�� (FOR 2 x 6 BEAMS AND SMALLER) w I11IM 3/16" THICK PLATE FOR THIS APPLICATION Lim i 1 To 0 0 01 O O of 10 0 0 0l ALL SCREWS SHALL BE 14 TEK SCREWS (vERTicAL SUPPORT 5f-ACIKGJ ----- _' Kii �m TYP-CARRIER—�' — "'—OrLII,F: F'4N I.0 I WLtIWVVC—IVU-I C:— �m - 0 I-- OF ACTUAL SPACING 25% OF ACTUAL COL. SPACNG TYP. CARRIER BEAM !TUBE) BEAM (SM.B.) -- w` ALL SPLICE PLATES (ALUMINUM 0 0 0 0 0 l ' . of ALLOY "6063-T6 or No061-T6)_ BE i SPLICE SHALL 13E CUT TO BE +0.000 i CARRIER BEAM SPLICE DETAIL DETAIL — ALLOWABLE SPLICE TYP. CARRIER TYP. 3/16' TYP. 3/I6' -0.0625, AS INDICATED IN THE (FOR 2 x-7, BEAMS AND LARGER) LocarloN OPTIONS BEAM 11/4' THICK ) u4' rHluc PLATE SCHEMATIC DRAWINGS AT LEFT " USE 1/4 THICK PLATE FOR THIS APPLICATION TYPICAL SUPPORT COLUMNS PLATE - FOR SPLICES ON A S.M.B. CARRIER BEAM, THE ACTUAL - t SPLICE ON EACH HALF OF THE BEAN MUST BE POSITIONED IN A DIFFERENT LOCATION (BOTH SPLICES SHALL NOT NOTE: THESE CARRIER BEAM SPLICE SPECIFICATIONS ALSO APPLY TO CARRIER BEAMS UTILIZED WITH A SCREEN WALL . BE IN THE SAME LOCATION) - - - Z cy q uJ m Z p O M W INSULATED ALUMINUM INSULATED ALUMINUM 1q' DIA. THRU•BOLT, WITH FENDER OF PANEL_l_T_Y,E) ROOF PANEL )TYP) 12 TEK SCREWS W/ 5/8' DIA. WASHER ON TOP SURFACE AND NUT MIN.) WASHER AT 3' O.C. l4 AND WASHER ON BOTTOM, TO BE PER 12-INCH WIDE PAN) PLACED AT 8 INCHES O.G. (SIX o (6) BOLTS PER 4-FOOT WIDE ROOF 14' x 4' LAG SCREW W/ FENDER ---- o o PANEL, MINIMUM) o 00 WASHER (HOLE TO BE PILOT- 00 3-INCH RISER PAN o DRILLED WITH A 5/32' BIT), TO ROOF PANEL !TYP) 2 x 2 x J25 ANGLE (CONY.) BE INSTALLED 9 8' O.C. (SIX (6) . ATTACHED TO 2 x 3 x .090 LAGS PER 4-FOOT WIDE PANEL) CARRIER BEAM WITH TWO ROWS OF 014 TEKS, EACH ROW LOAD -BEARING SCREEN WALL AT 18 INCHES O-C. !EACH ROW COLUMN (BEYOND) (SEE COL - SHALL BE STAGGERED, SO LOAD -BEARING SCREEN WALL UMN-TO-CARRIER BEAM DETAIL EACH TEK 15 9 INCHES APART) NOTE: FOR APPLICATION W/ COLUMN (BEYOND) (SEE COL- FOR SPEC.'S ON THIS CONNECTION) LOAD -BEARING SCREEN WALL CONT. 2 x 2 ANGLE, STRAPS SHALL BE PLACED ON THE UMN-TO-CARRIER BEAM DETAIL 3- INCH R15ER PAN COLUMN (BEYOND) !SEE COL- OUTSIDE OF THE ANGLE (AS FOR 5PEC.'S ON THIS CONNECTION) OR SPEC.'S OON THIS CONNE TIER BEAM I ON) SHOILN) INSULATED PANEL W/ LAG BOLTS INSULATED PANEL W/ THRU BOLTS ALUMINUM ROOF PANEL-TO-5GREEN WALL CARRIER ISEAM CONNECTION DETAILS 2 x 2 x 3/1(' ANGLE, WITH FOUR (4) "12 TEKS INTO THE UPRIGHT AND ONE /U 3/8' RED -HEAD 'TRU-BOLT' WEDGE ANCHOR (MIN. OF 4-INC14 EMBEDMENT INTO THE CONCRETE) SIDE I x 2 OB BOTTOM FRAME i x 3 OS SIDE -WALL UPRIGHT 2 x3 x.090C BEAM (CONT) —FRONT WALL —I x 2 OB BOTFF 3/4',2 �', MIN. EDGE IE CO DISTANCE Roof ROOF B x 3 x .610 FRONT WALL CORNER UPRIGHT ��--010 x 2' SMS SCREW, WITH 5/8' pIA WASHER (SEE GENERAL NOTE'3, SHEET 02) TO BE IS - INCHES, aNTER-TO-CENTER MAX. SPACING FLOOR LEVEL PLAN VIEW 2 x 3 x .010 TOP FRAME J� I x 3 OB SIDE -WALL CORNER - UPRIGHT '10 x 2' SMS SCREW, WITH 5/8' - DIA.WASHER(SEE GENERAL NOTE'3, SHEET 02) TO BE 18- INCHES,C.ENTER-TO-CENTER MAX. SPACING 2 x 2 x 3/I6' ANGLE, WITH FOUR (4) N2 TEKS INTO THE UPRIGHT AND ONE (1) 3/8' RED -HEAD 'TRU-BOLT' WEDGE ANCHOR (MIN. OF 4-INCH EMBEDMENT INTO THE CONCRETE) I x 2 OB BOTTOM 0 0 I x 2 x 115' ANGLE (3 INCHES LONG) WITH THREE (3)012 TEKS INTO SIDE OF 3 x 3 x 010 CORNER UPRIGHT AND THREE l3)012 TEKS INTO THE BACK OF THE CARRIER BEAM, TYPICAL BOTH ON THE INSIDE AND OUTSIDE OF EACH 3x 3 CORNER UPRIGHT 1/8' THICK STRAP, 143' WIDE x 6 INCHES LONG, WITH THREE (3) 012 TEKS INTO FACE OF CARRIER BEAM AND THREE (3) 012 TEK5 INTO FRONT OF THE 3 x 3 x 010 CORNER UPRIGHT 3 x 3 x D10 FRONT WALL CORNER UPRIGHT 2 34%MIN. EDGE ELEVATION VIEW t/ CORNER 5PECIFIGATION5 N2 TEK SCREWS W/ 5/6' )MIN.) WASHERS, TO BE INSTALLED WITHIN 2 INCHES ON EITHER SIDE OF EA. COLUMN AND 8 INCHES O.C., MAXIMUM SPACING, INTO 2 x 3 H TOP SCREEN FRAME NOTE: BOTTOM OF COLUMN CONNECTION 15 THE SAME FOR EITHER TYPE OF ROOF SYSTEM. WITH 3 INCH RISER PAN 14' x 4' LAG SCREW W/— FENDER WASHER, HOLE TO BE PILOT DRILLED W/ A 5/32' BIT, LAGS TO BE INSTALLED WITHIN 2 INCHES'CNEITHER-SIDE OF EA. COLUMN AND 8 INCHES O.C. MAXIMUM SPACING, INTO 2 x 3 H TOP SCREEN FRAME 2 x3 x.010H TOP — SCREEN FRAME (TYP. ALL RETURN (SIDE) WALL PANELS) 2 x 2 x 3/16- ANGLE (2�— LONG) WITH FOUR (4) 92 TEKS INTO SIDE OF COLUMN AND ONE (U %' RED HEAD T,RUBOLT WEDGE ANCHOR (3 INCH EMBED; MIN.), TYP. ONE ANGLE ON EACH SIDE - OF EA.RE_T R'fWALT_ COLL21N EDGE OF CONCRETE) I MIN. WITH INSULATED PANEL -INSULATED ALUMINUM ROOF PANEL (TYP) 2 x 2 x 1/8' ANGLE (3' LONG) WITH POUR (4) 112 TEKS INTO BOTTOM OF 2 x 3 H TOP FRAME AND FOUR (4)012 TEKS INTO SIDE OF 2 x COL. (TYP. ONE ANGLE ON EACH SIDE OF EACH RETURN (SIDE) WALL COLUMN) 2 x 5 SCREEN WALL COLUMN (MIN. FOR RETURN (SIDE) WALL APPLICATIONS I x 2 BASE SCREEN 'RAME (TYP) RETURN (51DE) WALL CONNECTION 5PECIFICATIONS III - ROOF FASTENER LENGTH NOTE - WHEN THICKER INSULATED ROOF PANELS ARE UTILIZED, THE FASTENRS USED OT BOLT THEM DOWN SHALL BE AS FOLLOWS: 4-INCH THICK PANEL - 1/4' x 6' LAGS OR THRU-BOLTS 6-INCH THICK PANEL - 3/8' x l' LAGS OR THRU-BOLTS NOTE THAT FATENER SPACING SHALL REMAIN THE SAME AS THAT WHICH IS SPECIFIED FOR THE 3-INCH THICK PANELS 2 x 2 x 1/8' ANGLE (3 INCHES 2 x 3 x D90 CARRIER LONG) WITH SIX (6) 92 TEKS BEAM (CONT.) (SEE INTO SIDE OF 2 x 5 COLUMN O II ° 9 0 1 'CARRIER BEAM SPLICE AND TWO (2) 34' pIA. THRU I O II ° 0 O I DETAIL' IF OVERALL BOLTS (W/ NUT AND WASHERS) ° LENGTH OF BEAM THROUGH ANGLE AND CARRIER o REQUIRES A SPLICE) BEAM (TYP. ONE ANGLE ON ° EACH SIDE OF EACH FRCNT ° 1/8' THK. STRAP, lye' WIDE x 6-INCHES LONG, WALL COLUMN) (SHOWN HERE WITH THREE (3)012 TEKS INTO THE FACE OF BEHIND THE CARRIER BEAM) THE CARRIER BEAM AND THREE (3) "12 TEK5 INTO THE FRONT OF THE 2 x 5 SMB UPRIGHT 2 x 5 FRONT WALL COLUMN FRONT (TYP. EACH COLUMN - TO - CARRIER BEAM (MIN, SIZE FOR CONNECTION, INCLUDING 3 x 3 x .010 H FRONT WALL APPLICATION) CARVERS) FRONT VIEW (COLUMN 4 CARRIER BEAM) SEE 'ALUMINUM ROOF PANEL - TO -SCREEN WALL CARRIER BEAM CONNECTION DETAIL' FOR THESE SPEC.'S 2 x 3 x .090 CARRIER — BEAM (CONT.) (SEE 'CARRIER BEAM SPLICE DETAIL' IF OVERALL LENGTH OF BEAM REQUIRES A SPLICE) IJV THICK STRAP, I1i3'� 1-----�'� WIDE x 6 INCHES LONG, WITH THREE (3)'12 TEKS INTO FACE OF CARRIER BEAM AND THREE (3) N2 TEKS INTO FRONT OF 2 x 5 COLUMN (TYP. EA. COL. -TO -CARRIER SM. CONNECTION, INCLUDING 2 x 2 CORNER COLUMNS) 2 x 3 x .010 H CHAIR PAIL J I I I_ 2 x5 FRONT WALL COLUMN—� (MIN. COLUMN SIZE FOR FRONT WALL APPLICATION) I x 2 BASE SCREEN FRAME(TYP) EDGE CF I/ 2 x 2 x 118' ANGLE (3 INCHES LONG) WITH SIX (( ) 12 TEKS INTO SIDE OF 2 x 5 COLUMN AND TWO (2)1%' DIA. THRU BOLTS (W/ NUT AND WASHERS) THROUGH ANGLE AND CARRIER BEAM (TYP. ONE ANGLE ON EACH SIDE OF EACH FRONT WALL COLUMN TOP OF FRONT WALL COLUMN SHALL BE NOTHCED (2' x 3) TO RECEIVE 2 x 3 x 050 CARRIER BEAM (TYP.) I x 2 TOP SCREEN FRAME (TYP.), ATTACHED.TO SOT. OF CARRIER BEAM WITH NC SMS. (AS PER GEN. NOTE'3 ON SHEET V 2 x 2 x 3/16' ANGLE (2' LONG) WITH FOUR l4) 12 TEKS INTO SIDE OF COLUMN AND ONE (D %* RED HEAD TRUBOLT WEDGE ANCHOR (4 INCH EMBED, MIN.), TYP. TWO ANGLES ON EACH SIDE OF EACH FRONT WALL COLUMN (ONE ON TOP OF I x 2 SCREEN FRAME AND CNE DIRECTLY ON THE CONCRETE, TO THE z INSIDE OF -THE -COLUMN, E TO MAINTAIN A 3-INCH CNTR-TO-CNTR DISTANCE ON THE TWO CONCRETE ANCHORS ON EACH SIDE MIN. MIN. OF THE COLUMN) SECTION VIEW FRONT (VERTICAL LOAD BEARING) WALL CONNECTION 5PECIFICATION5 F W 9wwoq ED co W 9yr38 Lu (7 mZ w0�1= >� o �W=o= z C Lu t7WN�p w°din �a7a' zci F O 2)2O O _a c� u- �g�ii O W Lu Lu Z Z T �8,oil c EXTRUDED U8' Z-GUTTER INSERT " '/4"x-2Ui`L=AG'(W/ WASHER) e`- - )CUT a 4' LONG) TO BE PLACED 16' O.C. MAX. (ONE LAG SHALL 32' O.C. (AT EVERY OTHER LAG) BE INSTALLED INTO EACH 'Z- 1/4' x 4' THROUGH BOLT, W/ FENDER GUTTER INSERT) WASHER ON TOP SIDE, TO BE INST- ALLED 9 8' O.C. (SIX PER 48-INCH HOST STRICT. PANEL) THROUGH 2 x 4 ANGLE FASCIA (TYP) INSULATED ALUM. SEE 'FASCIA ATTACH- -� ROOF PANEL (TYP) MENT NOTE' CN 6HT. ry 112 TEK, TYP. 3 PER Z- _ GUTTER INSERT 2 x 3 x .093 ANGL 2 x 4 x 1/8' ANGLE (CONT.) WITH SPACER (CONT.) '4' x I114' THROUGH BOLTS o 12' AS NEEDED FOR O.C. (ONE BOLT TH% EACH Z- ANGLED FASCIA, W/ GUTTER INSERT). ANGLE TO BE TWO ROWS OF M2 RAISED ENOUGH TO CLEAR M2 TEK SCREWS a 18' TEK5 IN TOP OF GUTTER O.C. (EACH ROW TO La' x 8' LAG, PLACED THROUGH BE STAGGERED) A 3/4' x 34' FERRULE INTO FASCIA 5' STRUCTURAL GUTTER (TO BE PLACED a 32' O.G., MAX) (CONT.) (TO ALSO PASS THRU 2 x 4 ANGLE) (PILOT -DRILL FASCIA W)1/32 BIT) FASCIA WITH 5TRUGT. CzUTTER (INSULATED PANEL) 1/4' x 2112' LAG (W/ WASHER) a I6' O.O. MAX. (ONE LAG SHALL BE INSTALLED INTO EACµ I x 5 ANGLE) I x 5 x 1/8' ANGLE (CUT 4 INCHES LONG). PLACE ANGLE CLIPS AT HOST STRUGT. 32' O.C. (AT EVERY OTHER LAG) FASCIA (TYP) 12 TEK SCREWS W/ 5/8. DIA. WASHER AT 3' OL. (4 (MINSEE 'FASCIA ATTACH-� P12-INCH WIDE PAN) WITH PER ER 1 MENT NOTE' ON SHT. TWO 12 TEKS (MIND INTO EACH NJ I x 5 ANGLE CLIP 3-INCH RISER PAN 2 x 3 x .093 ANGL ROOF PANEL (TYP) SPACER(CONTJ AS NEEDED FOR ta' x 8' LAG, PLACED THROUGH ANGLED FASCIA, W/ A 34' x 34' FERRULE INTO FASCIA TWO ROWS OF M2 (TO BE PLACED 6 32' O.C, MAX) TEK SCREWS a IS' .5' STRUCTURAL GUTTER (TO ALSO PASS THRI 2 x 4 ANGLE) O.C. [EACH ROW TO (CONT.) (PILOT -DRILL FASCIA IN 1/32 BIT) BE STAGGERED) - FASCIA WITH 5TRUCT. GUTTER (3-INCH RISER PAN) ALUMINUM ROOF -TO -FASCIA WITH STRUCT. GUTTER 1/4' x 211/2' LAG, W/ WASHER INTO MOBILE HOME SUB -FRAME STRUCTURE 9 12' O.C., MAX. EXIST. HOST MOBILE HOME (SEE NOTE BELOW RE: FOURTH WALL INSTALLATION) 012 TEKS a 4' O.C. (3 PE 12-INCH WIDE PAN) INTO BOTTOM OF PANS AND 23/a' x 31/4' x 11/2' ALUM, ROOF HEADER (CONT) 3-INCH RISER PAN ROOF PANEL (TYP) 012 TEK SCREWS W/ 5/8' DIA. (MIN.) WASHER AT 3' O.C. (4 PER 12-INCH WIDE PAN) (SIZED FROM UNtr22r•ir2t9�INrv-iA Ci{RRIER-BEAM-TABCEI- TOP OF EACH RISER (IF ACCESS TO THE TOP OF THE RISER IS 0MITED, 012 TEKS MUST BE INSTALLED a YO.C. (4 PER 12-INCH WIDE PAN IN THE BOTTOM FOURTH WALL CONNECTION WITH 3-INCH RISER PAN 23a' x 31i4' x N2' ALUM. ROOF HEADER (CONT) HOST STRUGT. FASCIA (TYP) SEE TASCIA ATTACH— MENT NOTE' ON SHT. M I x 2 x .093 ANGLE SPACER (CONT.) 1/4' x 21/2' LAG SCREW (W/WASHER), TO BE INSTALLED s 16' or-. (MAX.) INSULATED ALUM. ROOF PANEL (TYP) AS NEEDED FOR �012 TEKS a 12' O.C. (4 PER ANGLED FASCIA, W/ 48-INC14 PANEL) INTO TOP TWO ROWS OF 12 AND 50TTO'1 OF PANELS TEK SCREWS 6 IB' (WHERE ACCESS TO TOP O.C. (EACH ROW TO OR BOTTOM 16 RESTRICTED, BE STAGGERED) M2 SHALL BE INSTALLED d 6' O.C. IN ONE SURFACE OR THE OTHER) FASCIA (INSULATED PANEL) 23/a' x 31/4' x 119' ALUM. 1/4' x 21h' LAG SCREW ROOF HEADER (CONT) (W/WASHER), TO BE HOST STRUCT. INSTALLED O 16' O.C. (MAX.) FASCIA (TYP) 3-INCH RISER PAN SEE 'FASCIA ATTACH- "� ROOF PANEL (TYP) MENT NOTE' CN 21 I x 2 x a93 ANGLE SPACER (CONT.) AS NEEDED FOR M2 TEKS s 4' O.C. C3 PER ANGLED FASCIA, W/ 12-INCH WIDE PAN). INTO TWO ROWS OF N12 BOTTOM OF PANS AND TEK SCREWS a 18' CNE (U M2 TEK INTO THE OG. (EACH ROW To TOP CF EACH RISER OF CONCEALED FASTENERNiftMCHMENTS ACCESS TO THE TOP OF RESPONSIBILITY OF THE THE RISER 16 LIMITED,'12 ARE THE TEKS MUST BE INSTALLED CONTRACTOR OF RECORD g 3' O.C. (4 PER 12-INCH WIDE PAN IN THE BOTTOM FASCIA (3-INCH RISER PAN) 1/4' x 211/2' LAG, W/ WASHER INTO MOBILE HOME 6U5-FRAME STRUCTURE a 12' O.C., MAX. EXIST. HOOT MOBILE HOME (SEE NOTE ABOVE RE: FOURTH WALL INSTALLATION) 212 TEK5 ® 12' O.C. (4 PER—� 48-INCH PANEL) INTO TOP AND BOTTOM OF PANELS 1WHERE ACCE$610 JOi' OR BOTTOM 16 RESTRICTED, M2 SHALL BE INSTALLED a 6' OL. IN ONE SURFACE OR THE OTHER) INSULATED ALUM. ROOF PANEL (TYP) HOST STRUGT. WALL (TYP) ONE (1) 44' x 21/2' LAG,- TO BE PLACED INTO EA. STUD (FOR WOOD FRAME) (MAXIMUM 24' O.C.) FOR CCNC. / C.B.S, FA6TNER SHALL BE 3/a' DIA. RED- HEAD 'LDT' TAF'CON, W/ A MIN. EMBEDMENT OF 1$' INTO CONC. / CB.6. WALL o 18' O.C. (MAX) HOST STRUC WALL (TYP) 238' x 3 /4' x 142' ALUM. ROOF HEADER (CONT) INSULATED ALUM. ROOF PANEL (TYP) M2 TEKS ® 12' OC. (4 PER 46-INCH PANEL) INTO TOP AND BOTTOM OF PANELS (WHERE ACCESS TO TOP OR BOTTOM 16 RESTRICTED, 012 SHALL BE INSTALLED a 6' O.C. IN CNE SURFACE OR THE OTHER) WALL (INSULATED PANEL) ONE (1)'/4' x 21h' LAG,-/ TO BE PLACED INTO EA. STUD (FOR WOOD FRAME (MAXIMUM 24' O.C.) FOR CONC. / CBS., FASTNER SHALL BE 3/a' DIA. RED- HEAD 'LOT' TAPCON, W/ A MIN. EMBEDMENT OF 134' INTO CONC. / C.B.S. WALL a 161 O.C. (MAX) 23/9' x 314' x 11/2' ALUM. ROOF HEADER (CONT) 3-INCH RISER PAN ROOF PANEL (TYP) M2 TEKS a 4' O.C. (3 PER 12-INCH WIDE PAN) INTO BOTTOM OF PANS AND ONE (U 42 TEK INTO THE TOP OF EACH RISER (IF ACCESS TO THE TOP OF THE RISER IS LIMITED, 812 TEKS MUST BE INSTALLED 6 3' O.C. (4 PER 12-INCH WIDE PAN IN THE BOTTOM WALL (3-INGH RISER PAN) 5TANDARD ALUMINUM ROOF - TO - H05T. STRUCTURE CONNECTION [DETAIL 2%' x 314' x 11/2' ALUM. ROOF HEADER (CONT) 1/4' x 4' LAG SCREW W/ FENDER WASHER (HOLE TO BE PILOT- ORILLED WITH A 5132' BIT), TO BE INSTALLED a 8' O.C. (SIX 'LAG5 PER 48-INCH WIDE PANEL) (IF BEAM 18 A SMB., SEE ANGLE ATTACHMENT DETAIL, TO BE USED WITH SINB. CARRIER BEAMS) CARRIER BEAM TABLE) FOURTH WALL CONNECTION —WITH INSULATEp ROOF PANEL 'yll�iiT IF THE MOBILE HOME MANUFACTURER WILL PROVIDE WRITTEN AUTHORIZATION THAT THE MOBILE HOME WILL RESIST THE ADD- ITIONAL LOADS (LIVE, DEAD OR UPLIFT) IMPOSED BY THE ALUM. ROOF STRUCTURE, THE FOURTH WALL CARRIER BEAM AND COLUMNS MAY BE OMITTED (ORIGINAL DOCUMENTATION MUST ACCOMPANY THE PERMIT PAPERWORC SUBMITTED BY THE INSTALLATION CONTRACTOR). FOURTH WALL DESIGN NOTE: IN THIS FOURTH WALL DESIGN, THE FOURTH WALL BEAM AND COLUMNS ARE IN PLACE TO RESIST THE IMPOSED LIVE LOADS, DEAD LOADS AND ALL UPLIFT LOADS IMPOSED BY THE ALUMINUM ROOF STRUCTURE. THE ATTACHMENT TO THE — EXISTING HOST MOBILE HOME ONLY SERVES TO PROVIDE LATERAL STABILITY -TO THE STRUCTURE. THIS DESIGN ALSO APPLIES IF THE CARRIER BEAMS) ARE PERPENDICULAR TO THE HOST STRUCTURE, WHERE THE END OF THE BEAMS) SHALL BE SUPPORTED BY 'VERTIGA6COEUMNS THE"ROOF-HEADER'SHALL STILL SE=ATTACHED'TO:THE MOBILE -'- HOME. AS 16 INDICATED ABOVE. tea 9z �3 N � W Lu �FmZ Lu 25 LL > m LL � C7 �m=0 ��,IZ Sao F W C3 U m zzFcL U u_ om COD z -m8i LL �MO sm F6 ru 2u I co . Lu Hui 8Z gi '1- R AN Z o ]u)0 d� OzN o�cd 4 _—jg PLAN VIEW 3 x 3 x 1/8' COLUM2N C6003-T61 TWO (2) 3b' DIA. THRI BOLTS W/WASHERS ON EACH END 3' x 3' x ay' STRUCT. ANGLE (3' LONG) 06061-T61, TYP ONE ANGLE ON EA SIDE OF COLUMN p1 #' DIA. RED -HEAD - TRIBOLTWEDGE ANCHOR (TYP. 2 PLACES) SECTION VIEW ANCHOR DETAIL #1 - PLAN VIEW 4 x 4 x V8' COL" TWO (2)56' DIA. THRI (6063-T6) 5MTS W/ WASHERS ON EACH END - 3' x 3' x Ila' STRICT. =_14'LONG) 6061T6), TYP ONE ANGLE ON EA. SIDE .y m CC COLUMN I r1l T DIARED-HEAD RIBOLTWEDGE a ANCHOR (TYP. 2 a-erMAI— SECTION VIEW ANCHOR DETAIL #5 PLAN VIEW - PLAN VIEW 3 x 3 x 1/8' COLIAIN TWO (2) %' PIA. THRI 3 x 3 x I/8' COLUMN (6063-Tb) BOLTS W/ WASHERS (6063-T6) ON EACH END 3' x 3' x V STRICT. ANGLE (3' LONG) _ 06061-T6), TYP ONE ANGLE CN EA. SIDE OF COLUMN i m 3�a' PIA. REP -HEAD TR100LT WEDGE u w ANCHOR (TYP. 2 PLACES) SECTION VIEW ANCHOR DETAIL- #2 -TWO (2) Vi' DIA, THRI BOLTS W/ WASHERS CN EACH END B' x 3' x 3Y STRICT. ANGLE (3'LONG) P &M-T61, TYP ONE ANGLE ON EA. SIDE OF OOLum a [QM[rV2'QIA. REP•HEAp TRIBOLT WEDGE ANCHOR (TYP. 2 PLACES) SECTION VIEW ANCHOR DETAIL_ #3 PLAN- VIEW 3 x 3 x 1/6' COLU.MN TWO (2) D/ - PIA. THRI [6063-T6J BOLTS W/WASHERS ON EACH END ///-3' x 3' x V STRICT. ANGLE (3' LONG) /(5606146), TYP ONE ANGLE CN EA. SIDE OF MUM WELDED CONNECTION NOTES: I. ALL WELDED COMPONENTS SHALL BE WELDED ON ALL OUTER EDGES. (sUSSTES SHALL BE WELDED ON BOTH SIDES OF EACH GUSSET. 2. ALL WELDS SHALL BE 1/4', FULL -PENETRATION FILLET WELDS (SEE GEN. NOTE NUMBER SIX ON SHEET I FOR ADDITIONAL SPECIFICATIONS) EDGE OF CONCRETE PLAN VIEW 4 x 4 x V4' COLUMN (6063-T6) ` 3/8' THICK,PLATE MATL. V2' DIA. RED -HEAD (606146) TRBOLT WEDGE - ANCHOR (TYP. 4 —PCACES)— - z L� SECTION VIEW ANCHOR DETAIL #(o O C o C EDGE OF CONCRETE PLAN VIEW 4 x 4 x 1/4' COLUMN - (606346) '/e' PIA. RED -HEAD 3/8' THICK PLATE NATL. TRIBOLT WEDGE l6061•T6) ANCHOR (TYF. 4 %ACES) Y tm SECTION VIEW ANCHOR DETAIL #1 DIA RED -HEAD rV TRUBOLT WEDGE ANCHOR (TYP. 2 PLACES) SECTION VIEW ANCHOR DETAIL #4 PLAN VIEW 4 x 4 x V4+COLUMN (6063-T6) 3/8' THICK PLATE MATL. (TYP. BASE PLATE AND GUSSETS) (6061-T(o) 34' DIA. RED -HEAD TRIBOLT WEDGE ANCHOR (TYP. 4 PLACES) SECTION VIEW ANCHOR DETAIL 08 91Z m �mz a0�€ p [E ffil p 0 Z=CtyI�� oZWB�� .032 BRAKE -FORMED RIDGE CAP - W/ 12 TEKS (W/ 5/8' DIA. WASHERS) AT 12' O.C. FOR INSULATED ROOF AND INTO EACH RISER FOR PAN ROOF (TYP, CONTINU0115), WITH MIN. OF 8-INCH LAP ONTO THE ROOF PANELS ON EACH SIDE 3-INCH RISER PAN - ROOF PANEL (TYP) 1h' DIA THRU BOLTS (WITH A WASHER ON BOTH ENDS) a V O.C. (MAX) THROUGH BOTH HEADERS CN EACH SIDE OF RIDGE BEAM 21/a' x 314' x Nv' ALUM. ROOF HEADER WITH I x 2 x OSS ANGLE SPACER (CCNT.) AS NEEDED FOR GABLE PITCH WITH TWO ROWS OF N2 TEKS 18' O.C. (EACH ROW TO BE STAGGERED) TYP. EACH SIDE OF RIDGE BEAM INSULATED ALUM. 012 TEKS m 4' O.C. (3 PER ROOF PANEL (TYP) 12-INCH WIDE PAN) INTO BOTTOM OF PANS AND q2 TEKS a 12' O.C. (4 PER ONE (I) 012 TEK INTO THE 48-INCH PANEL) INTO TOP TOP OF EACH RISER (IF AND BOTTOM OF PANELS ACCESS TO THE TOP OF (WHERE ACCESS TO TOP THE RISER IS LIMITED, 012 OR BOTTOM IS RESTRICTED, TEKS MUST BE INSTALLED 42 SMALL BE INSTALLED a 3' OZ. (4 PER 12-INCH 6 G' O.C. IN ONE SURFACE WIDE PAN IN THE BOTTOM OR THE OTHER) NOTE: THE MAXIMUM PITCH FOR THIS GABLE ROOF INSTALLATION DESIGN SHALL BE 3: 12 (14' SLOPE). TYPICAL GABLE ROOF DETAIL 92 TEK SCREWS W/ 5/8' DIA. )MIN.) WASHER AT 3' O.C. (4 PER 12-INCH WIDE PAN) 3-INCH RISER PAN ROOF PANEL (TYP) TUBE -TYPE CARRIER BEAM (FROM CARR BEAM TABLE) 3-INCH R15ER PAN WITH TUBE BEAM 14' x 4' LAG SCREW W/ FENDER WASHER (HOLE TO BE PILOT - DRILLED WITH A 5/32' BIT), TO BE INSTALLED 9 V O.G. (SIX LAGS PER 48-INCH WIDE PANEL) INSULATED ALUM. ROOF PANEL (TYP) TUBE -TYPE CARRIER BEAM (FROM CARR BEAM TABLE) NOT£. THE-2 x 2 EONT-ANS6"TTAGHMENT-MAY$E-USEB- WITH THE TUBE -TYPE CARRIER BEAM, IF THE CONTRACTOR CHOOSES TO UTILIZE THAT TYPE OF INSTALLATION. INSULATED ROOF PANEL WITH TUBE BEAM NOTE: WHEN INSTALLIN4 A,3-INCH RISER PAN ROOF SYSTEM ON A SM.B.-TYPE CARRIER BEAN, THE 92 TEKS SCREUI5 THAT ANCHOR THE ROOF PANS TO THE TOP OF THE CARRIER BEAM MAY ALSO 'ACT A5 THE STITCH SCREWS FOR THE TOP FANGE OF THE SM.B: TYPE CARRIER BEAM 3' WIDE x 3' LONGER THAN CARRIER BEAM HEIGHT x 3116' PLATE (EX.: FOR 8' TALL BEAM, PLATE SHALL BE3'xIN BOTTOM 3 INCHES OF PLATE- THA LAPS ONTO SIDE OF 3 x 3 COLUMN SHALL HAVE FOUR (4) $14 TEKS THR1 THE PLATE AND INTO THE SIDE OF THE COLUMN SMALL BE 2' FOR 4 x 4 x 1/8' COLUMN -NUMBER AND SIZE OF THRU-BOLTS (FROM FOOTER PAP KEY' TABLE). BOLTS SHALL HAVE WASHERS ON BOTH ENDS AND PASS 'THRCUGH THE NOTCHED C04", THE CARRIER BEAM AND THE 3/16' PLATE ON THE OTHER SIDE AS WELL (TYP) x 3 x 1/8' COLUMN 3 x 3 COLUMN WITH OFFSET NOTCH SHALL BE I' FOR 4 x 4 x 1/8' COLUMN NUMBER AND SIZE OF THR)-BOLTS (FROM FOOTER PAD KEY' TABLE). BOLTS SHALL HAVE WASHERS ON BOTH ENDS AND PASS THROUGH BOTH SIDES OF THE NOTCHED COLUMN x 3 x 125 COLUMN 3 x 3 COLUMN WITH CENTER NOTCH NOTE: 114' THICK PLATE MAY BE CUT FROM THE SIDE WALLS OF A SCRAP PIECE OF 4 x 4 x 1/4' COLUMN .5D Ty :o m mA x X H N LUw a� 4 x 4 x 1/8' COLUMN — (MINIMUM FOR DOUBLE CARRIER BEAM) 4' WIDE x (HEIGHT SPECIFIED AT LEFT FOR DOUBLE CARRIER BEAMS) x 1/4' THICK PLATE, TYPICAL ONE ON EACH SIDE OF COLUMN -TO -BEAM CON- NECTION. THE NUMBER AND SIZE OF THRU BOLTS (AS SPECIFIED IN THE 'FOOTER PAD KEY' TABLE) SHALL BE INSTALLED BOTH THROUGH THE DOUBLE BEAM AND THE COLUMN BELOW (IF TABLE SPECIFIES FOUR 42' DIA. BOLTS FOR CARRIER BEAM -TO - COLUMN CONNECTION, THERE MUST BE FOUR BOLTS THROUGH THE BEAM AND FOUR BOLTS THROUGH THE COLUMN) 4 x 4 COLUMN WITH DBL. CARRIER BEAM STANDARD COLUMN TO - CARRIER BEAM CONNECTION DETAILS 92 TEK SCREWS W/ 5/8' DIA. (MIN.) WASHER AT 3' O.C. (4 PER 12-INCH WIDE PAN) 3-INCH RISER PAN WITH S.M.B. BEAM '4' x 4' THROUGH BOLT, W/ FENDER WASHER ON TOP SIDE, TO BE INST- ALLED 6 8' O.C. (SIX PER 48-INCH PANEL) THROUGH 2 x 3 ANGLE 2 x 3 x 1/8' ANGLE (CONT.) WITH TWO ROWS OF 14 TEKS ® I6' O.C. (MAX.), EACH ROW SHALL BE STAGGERED 50 THERE 15 A TEK SCREWS EVERY 8 INCHES 3-INCH RISER PAN ROOF PANEL (TYP) TYPE CARRIER BEAM 1 CARR BEAM TABLE) INSULATED ALUM. ROOF PANEL (TYP) SMB: TYPE CARRIER BEAM (FRAM CARR BEAM TABLE) NOTE: THE PILOT DRILL AND LAG SCREW (W/ FENDER WASHER) ATTACHMENT MAY BE USED FOR SMB: TYPE CARRIER BEAMS THAT ARE 2 x 8 AND x UTILIZE THE 2 x 3 ANGLE ATTACHMENT). IN5ULATED`ROOF PANEL WITH S.M.B. BEAM ALUMINUM ROOF - TO - CARRIER BEAM CONNECTION DETAIL NOTE: FOR INSTALLATION ON A WOOD -FRAMED HOST STRUCTURE, THE CARRIER BEAM SHALL BE POSITIONED 50 THAT ONE OF THE TWO ANGLES (ON EITHER SIDE) ANCHOR INTO THE STUD -FRAMING IN THE WALL OF THE HOST STRUCTURE. TOP VIEW 5 1 D E VIEW V x 3' x 14' TWK. ANGLE (16063-T6) CUT 8 INCHES LONG, TYP. ONE ON EACH SIDE OF CARRIER BEAM 3/8' DIA THRU BOLTS (W/ WASHER ON EACH END), TYP. TWO PER CONNECTION —3/8' DIA RED -HEAD 'LDT' TAPCON WITH MIN. EMBED INTO C.B.S. WALL OF P4' (INTO ACTUAL BLOCK), TTP. TWO 3/8' LDT'S PER ANGLE (FOUR TOTAL PER CONNECTION) TYPICAL CARRIER BEAM (SIZED FROM CARRIER VBEAM TABLE) IF CARRIER BEAM IS LESS THAN 8 INCHES IN HEIGHT, ANGLES MAY BE TRIMMED OFF AT ANGLE (AS SHOWN) �1ER_BE 4 To W05T__&i@x_lU_RE TYPICAL CONNECTION DETAIL SPECIAL DE516N NOTE: THE LOAD CAPACITY FOR.THI5 'CARRIER BEAM -TO -HOST STRUCTURE' CONNECTION DETAIL IS 3,000 L55 (SHEAR). WHEN A JOB SITE CONDITION CALLS FOR A CARRIER BEAM (EITHER FLAT ROOF OR GABLE ROOF) TO ATTACH TO A HOST STRUCTURE (OTHER THAN FOURTH WALL; WHERE THE LOAD WILL BE PREDOMINANTLY SUPPORTED BY THE VERTICAL COLUMNS), THE ENGINEER OF.RECORD MUST REVIEW THE SITE -SPECIFIC PLAN FOR PLACEMENT OF SUPPORT COLUMNS, TO ENSURE THAT THE TRIBUTARY AREA LOAD ON THE END OF THE CARRIER BEAM(S) DOES NOT EXCEED THIS SPECIFIED LOAD CAPACITY t= C) m - m w iae f G w n Nm a �7 op FE a. `